CN201981580U - Full-automatic groundwater pressure reserve station - Google Patents
Full-automatic groundwater pressure reserve station Download PDFInfo
- Publication number
- CN201981580U CN201981580U CN2011200794417U CN201120079441U CN201981580U CN 201981580 U CN201981580 U CN 201981580U CN 2011200794417 U CN2011200794417 U CN 2011200794417U CN 201120079441 U CN201120079441 U CN 201120079441U CN 201981580 U CN201981580 U CN 201981580U
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- water storage
- storage pipeline
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Abstract
The utility model relates to a full-automatic groundwater pressure reserve station, comprising an underground water storage pipeline, wherein two ends of the underground water storage pipeline are sealed, the underground water storage pipeline is provided with a water inlet pipe and a water outlet pipe, and the underground water storage pipeline is connected with a pressure device; the pavement of the underground water storage pipeline can be completed just by adopting underground shield jacking construction without limits from construction conditions, the length of the underground water storage pipeline can be set according to the size of the water storage capacity as required, and the water storage pipeline with high water storage capacity can be built; because non-excavation type construction is adopted, the construction on the underground water storage pipeline is facilitated and the construction cost is reduced; and the underground water storage pipeline is connected with the pressure device, water inside the underground water storage pipeline can be pressurized by the pressure device, so that a high-pressure water source can be supplied for rapidly supplementing water of a firefighting truck or can be used as a disaster relief water source directly.
Description
Technical field
The utility model relates to a kind of underground water storage device, relates to a kind of full-automatic groundwater pressure deposit station specifically.
Background technology
At present; a lot of locations in the city; have building accumulation regions such as a lot of heavy constructions, retail shop compact district and highrise building; every ancillary facility of building is comparatively perfect now; it is required that ancillary facilities such as combustion gas, electric power, tap water have satisfied daily life; and all be equipped with fire fighting device, can have in time found and eliminate disaster hidden-trouble, protection people's safety of life and property.But, when fire disaster takes place, need a large amount of water sources in short time, owing to be subjected to the restriction of water supply line, no matter be to supply water by running water pipe or fire plug, all can't satisfy the needs of fire fighting truck, influenced the rescue of fire, for when the breaking out of fire, increase the supply at water source, need the emergent water source of deposit usually, for the rescue of disaster provides the water source support, owing to compare comparatively dense at facilities such as building accumulation regions network of underground, so be not suitable for carrying out extensive excavation type operation, build relatively difficulty of emergent water source deposit facility, even can adopt extensive excavation type operation to build underground emergent water source, emergent water source deposit facility is subjected to the restriction of execution conditions, the moisture storage capacity of emergent water source deposit facility is also less, and construction cost is higher, and the storage at present emergent water source mostly is greatly under the normal pressure and stores, can not in facility is laid at the water source, suppress, the water source of the deposit with elevated pressures can't be provided.
The utility model content
The technical problems to be solved in the utility model is at above problem, a kind of restriction that is not subjected to execution conditions is provided, is easy to construct, construction cost is low, moisture storage capacity is big, can provide the full-automatic groundwater pressure deposit of high-pressure water to stand.
For addressing the above problem, the utility model adopts following technical scheme: full-automatic groundwater pressure deposit station, comprise underground water storage pipeline, described underground water storage pipeline sealed at both ends, described underground water storage pipeline is provided with water inlet pipe and outlet pipe, and described underground water storage pipeline is connected with water booster system.
As a kind of prioritization scheme, described underground water storage pipeline comprises several push pipes, and adjacent push pipe is tightly connected each other.
A kind of concrete prioritization scheme, the end that is positioned at the push pipe at two ends is provided with plug, and described plug is fixedlyed connected with push pipe.
A kind of concrete prioritization scheme, described water inlet pipe and outlet pipe are positioned on one of them plug.
A kind of concrete prioritization scheme is provided with tube connector between described water booster system and the underground water storage pipeline, and a wherein end of described tube connector is connected with water booster system, and the other end of described tube connector is communicated with underground water storage pipeline, and described tube connector is provided with control valve.
As a kind of prioritization scheme, described water booster system is an air compressor.
A kind of concrete prioritization scheme, described air compressor is connected with generator.
As a kind of prioritization scheme, described water inlet pipe is provided with control valve and water pump, and described outlet pipe is provided with control valve.
As a kind of prioritization scheme, the quantity of described underground water storage pipeline is several, and the outlet pipe on several underground water storage pipelines is interconnected.
A kind of concrete prioritization scheme, described underground water storage pipeline is horizontally disposed with, and several underground water storage pipelines edge in same horizontal plane is circumferentially uniform.
The utility model adopts technique scheme, have the following advantages: because underground water storage facility is underground water storage pipeline, underground water storage pipeline comprises several push pipes, adjacent push pipe is tightly connected each other, so adopt underground shield structure jacking construction can finish the laying of water storage pipeline, be not subjected to the restriction of execution conditions, the size of moisture storage capacity that can be as required, set the length of underground water storage pipeline, can build the water storage pipeline of big moisture storage capacity.
Owing to adopt the non-excavation type construction, be easy to the construction of underground water storage pipeline, and reduced the construction construction cost.
Underground water storage pipeline is connected with water booster system, can be that water in the underground water storage pipeline pressurizes by water booster system, and high-pressure water can be provided, and can be the fire fighting truck moisturizing fast, perhaps directly uses as disaster relief water source.
Underground water storage pipeline after connecting is tested on ground, as seen from the experiment, can be the pressure that adds 0.6~3.0MPa in the underground water storage pipeline by water booster system, can fully satisfy the fire rescue needs of urban skyscraper.
Below in conjunction with drawings and Examples the utility model is elaborated.
Description of drawings
Accompanying drawing 1 is the structural representation at full-automatic groundwater pressure deposit station among the utility model embodiment;
Accompanying drawing 2 is structural representations of a plurality of underground water storage pipelines among the utility model embodiment.
Among the figure: 1-soil property layer; The 2-push pipe; The 3-plug; The 4-puller bolt; The 5-concrete block; The 6-control valve; The 7-water inlet pipe; The 8-outlet pipe; The 9-water pump; The 10-control valve; The 11-tube connector; The 12-control valve; The 13-generator; The 14-air compressor; The 15-primary flow pipe; The underground water storage pipeline of 16-; The 17-vertical shaft.
The specific embodiment
Embodiment: as shown in Figure 1, full-automatic groundwater pressure deposit station comprises underground water storage pipeline 16, underground water storage pipeline 16 sealed at both ends, and underground water storage pipeline 16 is provided with water inlet pipe 7 and is connected with water booster system with outlet pipe 8 underground water storage pipelines 16.
Underground water storage pipeline 16 is positioned at underground soil property layer 1, and soil property layer 1 is provided with the vertical shaft 17 of vertical setting.
Underground water storage pipeline 16 comprises four push pipes 2, and adjacent push pipe 2 is tightly connected each other, only shows four push pipes 2 in the present embodiment accompanying drawing, can increase or reduce the quantity of push pipe 2 as required.
The end that is positioned at the push pipe 2 at two ends is provided with plug 3, and plug 3 is bolted to connection with push pipe 2, and plug 3 is tightly connected with push pipe 2.
Be provided with concrete block 5 in the soil property layer 1, be cast with some puller bolts 4 in the concrete block 5, plug 3 withstands on the puller bolt 4, by puller bolt 4 plug 3 is held out against, one of them plug 3 is positioned at soil property layer 1, another one plug 3 is positioned at vertical shaft 17, the plug 3 that is positioned at vertical shaft 17 is provided with and can opens or closes manhole, the workman can enter in the push pipe 2 by manhole, test is suppressed in sealing to adjacent push pipe 2, test is suppressed in the plug 3 and the sealing of push pipe 2, and the setting of puller bolt 4 is as the criterion by the manhole turnover not influence the workman.
Underground water storage pipeline 16 also can adopt other antiseepages that can carry out shield structure jacking construction, withstand voltage, large diameter pipeline.
Be provided with tube connector 11 between water booster system and the underground water storage pipeline 16, a wherein end of tube connector 11 is connected with water booster system, and the other end of tube connector 11 is connected with plug 3 and is communicated with underground water storage pipeline 16, and tube connector 11 is provided with control valve 12.
Water booster system is an air compressor 14, air compressor 14 is connected with generator 13, air compressor 14 and generator 13 are positioned at the bottom of vertical shaft 17, are the internal pressurization of underground water storage pipeline 16 by air compressor 14, and underground water storage pipeline 16 pressure inside are 0.6~3.0MPa.
Underground water storage pipeline 16 is horizontally disposed with, the situation that the base area is actual down and the requirement of construction, and underground water storage pipeline 16 also can be obliquely installed, with convenient construction.
As shown in Figure 2, the quantity of underground water storage pipeline 16 is four, outlet pipe 8 on four underground water storage pipelines 16 is interconnected, outlet pipe 8 on four underground water storage pipelines 16 all is communicated with primary flow pipe 15, be connected with fire plug by primary flow pipe 15, four underground water storage pipeline 16 interior water can be used alternatingly, and have increased the storage capacity at water source greatly.
Also can make four outlet pipes 8 on the underground water storage pipeline 16 and different fire plug connections, be that different fire plugs supplies water.
Underground water storage pipeline 16 is horizontally disposed with, and four underground water storage pipeline 16 edges in same horizontal plane are circumferentially uniform, and four underground water storage pipelines 16 also can adopt other arrangement modes as required.
The situation that the base area is actual down and the requirement of construction, four underground water storage pipelines 16 also can be obliquely installed, with convenient construction.
Can increase or reduce the quantity of underground water storage pipeline 16 as required, to satisfy different instructions for uses.
Claims (10)
1. full-automatic groundwater pressure deposit station, it is characterized in that: comprise underground water storage pipeline (16), described underground water storage pipeline (16) sealed at both ends, described underground water storage pipeline (16) is provided with water inlet pipe (7) and outlet pipe (8), and described underground water storage pipeline (16) is connected with water booster system.
2. full-automatic groundwater pressure deposit as claimed in claim 1 station, it is characterized in that: described underground water storage pipeline (16) comprises several push pipes (2), adjacent push pipe (2) is tightly connected each other.
3. full-automatic groundwater pressure deposit as claimed in claim 2 station is characterized in that: the end that is positioned at the push pipe (2) at two ends is provided with plug (3), and described plug (3) is fixedlyed connected with push pipe (2).
4. full-automatic groundwater pressure deposit as claimed in claim 3 station is characterized in that: described water inlet pipe (7) and outlet pipe (8) are positioned on one of them plug (3).
5. full-automatic groundwater pressure deposit as claimed in claim 4 station, it is characterized in that: be provided with tube connector (11) between described water booster system and the underground water storage pipeline (16), a wherein end of described tube connector (11) is connected with water booster system, the other end of described tube connector (11) is communicated with underground water storage pipeline (16), and described tube connector (11) is provided with control valve (12).
6. as one of them described full-automatic groundwater pressure deposit station of claim 1-5, it is characterized in that: described water booster system is air compressor (14).
7. full-automatic groundwater pressure deposit as claimed in claim 6 station is characterized in that: described air compressor (14) is connected with generator (13).
8. as one of them described full-automatic groundwater pressure deposit station of claim 1-5, it is characterized in that: described water inlet pipe (7) is provided with control valve (6) and water pump (9), and described outlet pipe (8) is provided with control valve (10).
9. as one of them described full-automatic groundwater pressure deposit station of claim 1-5, it is characterized in that: the quantity of described underground water storage pipeline (16) is several, and the outlet pipe (8) on several underground water storage pipelines (16) is interconnected.
10. full-automatic groundwater pressure deposit as claimed in claim 9 station, it is characterized in that: described underground water storage pipeline (16) is horizontally disposed with, and several underground water storage pipelines (16) edge in same horizontal plane is circumferentially uniform.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2011200794417U CN201981580U (en) | 2011-03-24 | 2011-03-24 | Full-automatic groundwater pressure reserve station |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2011200794417U CN201981580U (en) | 2011-03-24 | 2011-03-24 | Full-automatic groundwater pressure reserve station |
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CN201981580U true CN201981580U (en) | 2011-09-21 |
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CN2011200794417U Expired - Fee Related CN201981580U (en) | 2011-03-24 | 2011-03-24 | Full-automatic groundwater pressure reserve station |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102226348A (en) * | 2011-03-24 | 2011-10-26 | 唐兆连 | Full automatic underground water pressure reservation station |
-
2011
- 2011-03-24 CN CN2011200794417U patent/CN201981580U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102226348A (en) * | 2011-03-24 | 2011-10-26 | 唐兆连 | Full automatic underground water pressure reservation station |
CN102226348B (en) * | 2011-03-24 | 2013-07-03 | 唐兆连 | Full automatic underground water pressure reservation station |
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Legal Events
Date | Code | Title | Description |
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C17 | Cessation of patent right | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20110921 Termination date: 20140324 |